Sandwich column buckling -- a hyperelastic formulation
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Publication:835927
DOI10.1016/J.IJSOLSTR.2008.05.022zbMath1203.74042OpenAlexW2011365365WikidataQ58622596 ScholiaQ58622596MaRDI QIDQ835927
Mario M. Attard, Giles W. Hunt
Publication date: 31 August 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.05.022
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)
Related Items (3)
BUCKLING OF COMPOSITE NONLOCAL OR GRADIENT CONNECTED BEAMS ⋮ Lateral buckling of beams with shear deformations - A hyperelastic formulation ⋮ In-plane buckling of prismatic funicular arches with shear deformations
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